Optimal Skip-Stop Schedule under Mixed Traffic Conditions for Minimizing Travel Time of Passengers

Table 1

Capacity of on-line linear stops (buses/h).

Number of; loading areas	Dwell time (s)
	15	30	45
1	63	43	32
2	117	80	59
3	154	105	78

Assuming 15 s clearance time, 25 percent queue probability, 60 percent coefficient of variation of dwell times, and 0.5 g/C.